CN201620599U - Rock wall crane beam concrete surface brace-free form of underground plant - Google Patents
Rock wall crane beam concrete surface brace-free form of underground plant Download PDFInfo
- Publication number
- CN201620599U CN201620599U CN2010201572166U CN201020157216U CN201620599U CN 201620599 U CN201620599 U CN 201620599U CN 2010201572166 U CN2010201572166 U CN 2010201572166U CN 201020157216 U CN201020157216 U CN 201020157216U CN 201620599 U CN201620599 U CN 201620599U
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- template
- concrete surface
- end socket
- tie rod
- purlin
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Abstract
A rock wall crane beam concrete surface brace-free form of an underground plant comprises a bottom form, a side form and a tip end gland form, wherein the bottom form is an integral sheet steel form; the side form is a large-size sheet steel form; the tip end gland form is a combined sheet steel form; a form at the bin parting position is a steel key slot form; and the bottom form is arranged on a form fixing piece, one end of the bottom form is connected with the side form and the side form is installed on a form supporting piece. The rock wall crane beam concrete surface brace-free form of an underground plant is convenient for installation and quick for construction, has little investment on form materials, saves labor and materials, ensures the neatness and smoothness of the rock wall crane beam concrete surface, without brace or obvious joints and cracks on concrete surface, and improves the construction quality of rock wall crane beam concrete.
Description
Technical field
The utility model relates to a kind of template, and particularly a kind of underground power house crag crane girder concrete surface does not have the tie rod template.
Background technology
In hydroelectric project, one adopts combined steel formwork in bulk the concrete construction of underground power house crag crane girder, its shortcoming is: mould material has high input, installation fee expenses of labour material, need to reinforce at template surface welding tie rod, crane girder concrete surface tie rod is more after causing form removal, has had a strong impact on concrete finish, has also influenced crag crane girder concrete construction quality.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of underground power house crag crane girder concrete surface simple in structure does not have the tie rod template, the mould material less investment, labor and material saving, can guarantee that crag crane girder concrete surface is smooth bright and clean, effectively guarantee crag crane girder concrete construction quality.
In order to solve the problems of the technologies described above, the technical solution of the utility model is: a kind of underground power house crag crane girder concrete surface does not have the tie rod template, it comprises bed die, side form and termination end socket template, bed die is an Overall Steel Formwork, and side form is large-scale steel form, and termination end socket template is a combined steel formwork, position in storehouse parting place template is the steel key slot template, bed die is installed on the template fixture, and bed die one end is connected with side form, and side form is installed on the template support.
In the template fixture, bed die is installed on the tripod, and tripod is installed on the supporting row frame by i iron and scaffold jacking.
In the template support, side form is installed in and encloses on the purlin, encloses purlin and up and down is provided with the vertical purlin that encloses in two ends, vertically encloses purlin and is provided with steel watt silk, goes up two tie rods and encloses purlin and be connected with vertical, and following pair tie rod encloses purlin and is connected with indulging.
Enclosing the purlin lower end is connected with tripod by angle steel.
Termination end socket template is made up of left end socket template and right end socket template, and left end socket template is connected with the lumps of wood.
The underground power house crag crane girder concrete surface that the utility model provides does not have the tie rod template, characteristics according to underground power house crag crane girder concrete structure size, bed die, side form and termination end socket template adopt different templates, bed die is fixed with the template fixture, side form supports with template support, bed die is connected with side form, a whole set of template is easy for installation, the mould material less investment, labor and material saving, construction is fast, concrete surface does not have tie rod, do not have obvious seam and crack, guaranteed that crag crane girder concrete surface is smooth bright and clean, improved crag crane girder concrete construction quality.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples: Fig. 1 is a structural representation of the present utility model.
The specific embodiment
As shown in Figure 1, the utility model comprises bed die 1, side form 2 and termination end socket template, bed die 1 is an Overall Steel Formwork, side form 2 is large-scale steel form, and termination end socket template is a combined steel formwork, and position in storehouse parting place template is the steel key slot template, bed die 1 is installed on the template fixture, bed die 1 one ends are connected with side form 2 by set bolt 11, and bed die 1 other end is connected with scar 18, and side form 2 is installed on the template support.
In the template fixture, bed die 1 is installed on the tripod 3, and tripod 3 is installed on the supporting row frame 17 by i iron 5 and scaffold jacking 6.
In the template support, side form 2 is installed in and encloses on the purlin 8, enclose purlin and be provided with the vertical purlin 9 that encloses in two ends about in the of 8,9 ', vertical enclose purlin 9 and be provided with steel watt silk 10, go up two tie rod 15 1 ends and is connected, go up pair tie rod 15 other ends and enclose purlin 9 and be connected with indulging with the drawing-die anchor pole, following pair tie rod 14 1 ends are connected with the drawing-die anchor pole, and following pair tie rod 14 other ends enclose purlin 9 ' and are connected with vertical.
Enclosing purlin 8 lower ends is connected with tripod 3 by angle steel 7.
Termination end socket template is made up of left end socket template 12 and right end socket template 13, and left end socket template 12 and right end socket template 13 are installed on concrete project organization face 19 two ends, and left end socket template 12 is connected with the lumps of wood 16, and right end socket template 13 is connected with side form 2.
Enclose purlin 8 for shaped steel encloses purlin, going up two tie rods 15 and following pair tie rod 14 is two φ 16 tie rods.
Installation process of the present utility model is divided into following three steps: 1, template is selected: according to crag crane girder concrete structure size Selection template size, bed die 1 adopts Overall Steel Formwork, does side form 2 adopt large-scale steel form (monolithic size: high 3.1m? wide 3.0m * thick 12cm) and enclose purlin 8 and install and form, squeegee with squeegee plank 4 or mortar in the slit between bed die 1 and the scar 18; It is the combined steel formwork of P6015 that left side end socket template 12 adopts model, and it is the combined steel formwork of P1015 that right end socket template 13 adopts model, and position in storehouse parting place adopts the steel key slot template.
2, template supports: supporting row frame 17 adopts the steel pipe of φ 48 to set up, and the framed bent vertical rod is increased universal the linking of use and connect, and each joint uses three fasteners, and coupling need be staggered, and the cross card connection is adopted in cross bar and vertical rod, and bridging uses universal card connection.The brace of bridging except that two ends with universal card and vertical rod or the cross bar fastening, should increase tie point therebetween, the distance of tie point is less than 3mm.
3, template is fixed: bed die 1 is main fixture with supporting row frame 17, is aided with reinforcing bar and tiltedly draws reinforcing, and the welding of side form 2 usefulness drawing-die anchor poles is gone up the mode of two tie rods 15 and following pair tie rod 14 and fixed; Side form 2 backs are adopted and are enclosed purlin 8 as supporting, and steel watt silk 10, double nut and two up and down tie rod and drawing-die anchor pole firmly welding are reinforced.
Claims (5)
1. a underground power house crag crane girder concrete surface does not have the tie rod template, it is characterized in that: it comprises bed die (1), side form (2) and termination end socket template, bed die (1) is an Overall Steel Formwork, side form (2) is large-scale steel form, termination end socket template is a combined steel formwork, and position in storehouse parting place template is the steel key slot template, and bed die (1) is installed on the template fixture, bed die (1) one end is connected with side form (2), and side form (2) is installed on the template support.
2. underground power house crag crane girder concrete surface according to claim 1 does not have the tie rod template, it is characterized in that: in the template fixture, bed die (1) is installed on the tripod (3), and tripod (3) is installed on the supporting row frame (17) by i iron (5) and scaffold jacking (6).
3. underground power house crag crane girder concrete surface according to claim 1 and 2 does not have the tie rod template, it is characterized in that: in the template support, side form (2) is installed in and encloses on the purlin (8), enclose purlin (8) and be provided with the vertical purlin (9 that encloses in two ends up and down, 9 '), vertical enclose purlin (9) and be provided with steel watt silk (10), go up two tie rods (15) and enclose purlin (9) and be connected with vertical, following pair tie rod (14) encloses purlin (9 ') and is connected with indulging.
4. underground power house crag crane girder concrete surface according to claim 3 does not have the tie rod template, it is characterized in that: enclose purlin (8) lower end and be connected with tripod (3) by angle steel (7).
5. underground power house crag crane girder concrete surface according to claim 1 and 2 does not have the tie rod template, it is characterized in that: termination end socket template is made up of left end socket template (12) and right end socket template (13), and left end socket template (12) is connected with the lumps of wood (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201572166U CN201620599U (en) | 2010-04-13 | 2010-04-13 | Rock wall crane beam concrete surface brace-free form of underground plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201572166U CN201620599U (en) | 2010-04-13 | 2010-04-13 | Rock wall crane beam concrete surface brace-free form of underground plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201620599U true CN201620599U (en) | 2010-11-03 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201572166U Expired - Fee Related CN201620599U (en) | 2010-04-13 | 2010-04-13 | Rock wall crane beam concrete surface brace-free form of underground plant |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201620599U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266759A (en) * | 2013-05-14 | 2013-08-28 | 中国葛洲坝集团股份有限公司 | Annular strip bracket concrete template device and bracket concrete templates |
| CN104727548A (en) * | 2015-02-11 | 2015-06-24 | 河北建设集团安装工程有限公司 | Fast assembling and disassembling device for wall internal corner die plate |
-
2010
- 2010-04-13 CN CN2010201572166U patent/CN201620599U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266759A (en) * | 2013-05-14 | 2013-08-28 | 中国葛洲坝集团股份有限公司 | Annular strip bracket concrete template device and bracket concrete templates |
| CN103266759B (en) * | 2013-05-14 | 2016-04-27 | 中国葛洲坝集团股份有限公司 | Annular strip bracket concrete plate device and template |
| CN104727548A (en) * | 2015-02-11 | 2015-06-24 | 河北建设集团安装工程有限公司 | Fast assembling and disassembling device for wall internal corner die plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: GEZHOUBA GROUP NO. 6 ENGINEERING CO., LTD. Free format text: FORMER OWNER: CHINA GEZHOUBA GROUP CO., LTD.;SANXIA UNIVERSITY Effective date: 20111018 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 443002 YICHANG, HUBEI PROVINCE TO: 361000 XIAMEN, FUJIAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20111018 Address after: Wuyuan Bay Business Center Huli District of Xiamen city in Fujian province 361000 fifteen storey building in Xiangan Patentee after: Gezhouba Group No.6 Engineering Co., Ltd. Address before: 443002 Hubei province Yichang City Road No. 1 Patentee before: China Gezhouba Group Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101103 Termination date: 20180413 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |